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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.8 CrAccepted-AOC | ₹2.8 Cr | L1 | Accepted-AOC L1 BIDDER |
| 2 | L2₹2.9 Cr+₹12.1 L (4.30%)Rejected-AOC | ₹2.9 Cr+₹12.1 L (4.30%) | L2 | Rejected-AOC L2 BIDDER |
| 3 | L3₹3.2 Cr+₹35.6 L (12.6%)Rejected-AOC | ₹3.2 Cr+₹35.6 L (12.6%) | L3 | Rejected-AOC L3 BIDDER |
Tender Value
₹2.9 Cr
EMD Value
₹1 L
Closing Date
23 Feb 2022, 6:00 pmClosed
Superintending Engineer
K D Circle Chengannur
CONSTRUCTION OF BRIDGE ACROSS PUTHENTHODU BETWEEN WARD NO 6 AND 7 OF PULINCUNNU GRAMA PANCHAYATH IN ALAPPUZHA DISTRICT
2022_Irrig_473926_1
09/SE/KDC/CGNR/2021-22
Open Tender
Civil Works - Bridges
Item Rate
540 days
Pulincunnu Grama Panchayath
Please refer Tender documents.
8 documents required · 8 mandatory
₹9,800
₹1 L
Yes
11 May 2022
10 Feb 2022
28 Feb 2022
10 Feb 2022
23 Feb 2022
10 Feb 2022
10 Feb 2022 - 23 Feb 2022
Amount
APPENDIX .A - PILE FOUNDATION
od40612/2021_2022/KP : Putting out ring bund to a top width of 1.50m and average height of 2.00m with 1/4:1 side slope and protect the sides with 1/2 split coconut post of 4.50m long, driving down 2.50m below bed level at 60cm c/c. providing 2 rows of wailing pieces with 1/4 split coconut posts on both side and 1/4 split cross ties to alternate post and screening the sides of bund with polythene sheets fixed properly using coconut post and wailing pieces using reeper and nails in full height including tying properly using iron wire and coir altogether and filling inside with hard clay upto 2m,with all leads and lifts including consolidating properly and maintaining the bund till the work is completed and removing the same after completion of the work.
od35938/2021_2022/KP : Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with engine and pump set above 5HP and up to 10HP, including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete.
2.4.2.A : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Cement Concrete Grade M-15 & M-20 - By Mechanical Means
12.1.B.1 : Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary Soil - Depth upto 3m - Mechanical Means
od35953/2021_2022/KP : Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of garde M-30 of specified diameter and length below pile cap, to carry a safe working load not less than specified,excluding the cost of steel reinforcement but including the cost of boring with bentonite solution andtemporary casing of appropriate length for setting out and removal of same and the length of the pile tobe embedded in the pile cap etc. by Crawler mounted, telescopic boom hydraulic pilling Rig all complete,including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap).Note: Truck Mounted rotary/TMR/Tube well boring machine shall not be used.600 mm dia. piles Details of cost for 15m length of pile MATERIAL: Concrete 3.14/4x0.60²x15 = 4.239 cum
55.18.4 : Bored cast-in-situ M30 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m Using Concrete Mixer - Pile diameter-1000 mm
12.40 : Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
od35974/2021_2022/KP : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)
APPENDIX - B. CONSTRUCTION OF BRIDGE-SUB STRUCTURE & SUPER STRUCTURE
12.38.B.1 : Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification RCC Grade M25 - Using concrete Mixer
12.40 : Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
13.5.E.q.1 : Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M20 - Using concrete Mixer - Height 5m to 10 m
13.5.E.P.1 : Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M20 - Using concrete Mixer - Height upto 5m
13.5.F.q.1 : Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M25 - Using concrete Mixer - Height 5m to 10m
13.5.F.P.1 : Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M25 - Using concrete Mixer - Height upto 5m
13.6 : Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications
14.1B.1.1.B : Furnishing and Placing Reinforced Cement Concrete Grade M25 Using Concrete Mixer as per drawing and Technical Specification. For solid slab super-structure - Height 5m to 10m
14.2 : Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
14.4 : Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications.
14.8 : Providing , fitting and fixing mild steel railing complete as per drawing and Technical
14.18.3 : Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm covered with sealant complete as per drawing and technical specifications
13.10 : Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.
od36186/2021_2022/KP : Supplying and fixing Tar paper bearing in layers for resting the deck slab on abutment and piers including, cost,conveyance,labour charge etc..
14.16 : Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm.
od44966/2021_2022/KP : Providing weep hole in abutment wall 75 mm Q pvc pipe extending full width of the structure with slope
APPX.C -CONSTRUCTION OF APPROACH ROAD & RETAINING WALL.
2.4.4.D : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Dismantling Stone Masonry - Dry rubble masonry
12.1.B.1 : Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary Soil - Depth upto 3m - Mechanical Means
od39632/2021_2022/KP : DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site
od40595/2021_2022/KP : DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
od44965/2021_2022/KP : Random rubble masonry (course/ uncoursed)work including through and bond stone and levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) etc complete as per the direction of the departmental officers at site.Cement mortar 1:6 (1 cement : 6 coarse sand)
od39645/2021_2022/KP : Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 20 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
12.4 : Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
od40600/2021_2022/KP : Cement concrete 1:2:4 (1 cement: 2 coarse sand:4 graded stone aggregate 40mm nominal size) in pavements laid to required slopeand camber in panels as required including consolidation finishing and tamping complete.
od40601/2021_2022/KP : Steel work in built up ISMC channels 100X50X5mm including cutting, welding, bolting, hoisting, fixing position and applying a priming coat of approved quality steel primer etc. complete as per the directions of departmental officers at site.
SUNREL CEMENTS PVT LTD
Sinoj I.V
Bidder Name
Sinoj I.V
P.G. CONSTRUCTIONS
SUNREL CEMENTS PVT LTD
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